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Improvement Of Black Spot On Daled Bhagher Road Construction Of W Metal Beam Crash Barriers At Various Location Between Km. 0 / 0 To 0 / 295, Joginder Nagar-Himachal Pradesh

Public Works Department-PWD has published Improvement Of Black Spot On Daled Bhagher Road Construction Of W Metal Beam Crash Barriers At Various Location Between Km. 0 / 0 To 0 / 295. Submission Date for this Tender is 20-01-2022. Road Work Tenders in Joginder Nagar Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

30709930
Improvement Of Black Spot On Daled Bhagher Road Construction Of W Metal Beam Crash Barriers At Various Location Between Km. 0 / 0 To 0 / 295
Open Tender
Indian
Himachal Pradesh
Joginder Nagar
20-01-2022

Tender Details

Improvement Of Black Spot On Daled Bhagher Road Construction Of W Metal Beam Crash Barriers At Various Location Between Km. 0 / 0 To 0 / 295

Key Value

Document Fees
INR 350 /-
EMD
INR 11800.0 /-
Tender Value
INR 5.88 Lakhs /-

BOQ Items

Name of Work: Improvement of black spot on Daled Bhagher road (Sub Head:- Construction of “W” metal beam crash barriers at various location between Km. 0/0 to 0/295)
Sl. No. Item Description
1Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 & 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materialsand disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shallbecarried out by taking all necessary precautionsagainstsoil erosion, damage to hill side, water pollution etc. and to protect stability ofhill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness and finishing the road tospecifieddimensionorasdirectedbythe Enginer-in-Charge.Ifthefoundation ofthe structureisinanareawithstagnant wateror water is met with in the excavation due to spring seepage,rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost .
2Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete 1:2:4 (one cement : two sand : four graded/crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete within all leads, lifts carriage of material and other incidentials.
3Providing and erecting a "W" Metal Beam Crash Barrier comprising of 3mm (three millimetre) thick corrugated sheet metal beam guard rail 70cm (seventy centimetre). Above road/ ground level fixed on ISMC series channel vertical posts 150x75x5mm thick (one hundred fifty X seventy five X five millimetre) spaced 2.00 (two point zero) metre centre to centre 1.80 metre (one point eight zero) high 1.10 metre (one point one zero) below ground/ road level all steel parts and fitments to be galvanised by hot deep process, all fittings to confirm to IS: 1364, metal beam guard rail to be fixed on the vertical posts with a spacer of channel section 150x75x5mm (one hundred fifty x seventy five x five millimetre), 330mm (three hundred thirty millimetre) long complete as per clause 810 within all leads, lifts carriage of material and other incidentials.
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